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Metal sub-purlin and metal truss cap for use in roof construction

a technology of metal trusses and purlins, which is applied in the direction of girders, joists, trusses, etc., can solve the problems of limited shear strength of roof systems with wood components, inconvenient use of steel framing designs, and inability to meet the needs of construction, so as to reduce the number of wood components

Inactive Publication Date: 2005-05-12
NORTH STAR
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Benefits of technology

[0009] The present invention provides a steel sub-purlin for use in roof construction whereby the use of wood is reduced, the structural strength of the roof significantly increased and the ability of the roof system to resist shear forces, such as that produced by earthquakes, is increased.
[0012] The present invention thus provides two steel, cold formed components that significantly enhance the shear strength of roofing structures while reducing the disadvantages associated with using wood roofing components.

Problems solved by technology

Although the panelized roof system described hereinabove provides significant advantages over commercial roofing systems comprised almost entirely of wood, the steel framing design still utilizes wood nailers and wood sub-purlins with the attendant disadvantages as noted hereinabove.
In addition, the shear strength of a roof system having wood components is limited.

Method used

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  • Metal sub-purlin and metal truss cap for use in roof construction
  • Metal sub-purlin and metal truss cap for use in roof construction
  • Metal sub-purlin and metal truss cap for use in roof construction

Examples

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Embodiment Construction

[0017] Referring now to FIG. 1, a partial perspective view of a frame construction of a panelized roof system 8 using the sub-purlin of the present invention is illustrated.

[0018] The construction is conventional for the most part except for the use of steel sub-purlins 10 and steel truss caps 12. The conventional portion of the construction comprises sheathing panel 14, lower steel truss joists 16, upper steel truss joints 17, braces 18, columns 19, and joist braces 21. Sheathing panel 14 is fastened to the top, or upper, surface 56 of the truss cap 12 using metal fasteners, such as metal screws; this eliminates the need for a conventional wood nailer.

[0019]FIG. 1a is a side view showing sub-purlin 10 fastened to truss cap 12.

[0020] Referring to FIGS. 2a and 2b, sub-purlin 10 of the present invention is illustrated in more detail.

[0021] Sub-purlin 10, preferably fabricated using a metal roll forming process, comprises an upper portion 20 having angularly extending sides 22 and ...

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PUM

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Abstract

A steel sub-purlin for use in roof construction, the sub-purlin being fabricated using metal roll forming techniques. The sub-purlin has an upper, angled portion, a lower angled portion, a vertical section connecting the upper and lower sections and vertical extensions from said upper and lower angled portions positioned in contact with the vertical section. The ends of sub-purlin are positioned on steel truss caps, the truss caps being used in place of conventional wood nailers.

Description

BACKGROUND OF THE INVENTION [0001] 1. Field of the Invention [0002] The present invention provides a metal purlin and truss cap for wood roofs having steel framing. [0003] 2. Description of the Prior Art [0004] As noted in U.S. Pat. No. 5,499,480 to Bass, the construction industry has attempted to reduce the use of wood in residential and light commercial developments. This, in turn, will reduce the construction costs, minimize the types of maintenance problems associated with wood, such as insect damage and decay and also significantly reduce the potential damage caused by fire. [0005] A steel framing design for use with wood roofs has been available in the roofing industry for a number of years. In one system, open web steel joists and joist guides are joined with sheathing, thus utilizing the economy and strength of open web steel joists and joist guiders with the low insulation costs and high diaphragm (shear) capacities of a conventional panelized wood roof. In this type of sys...

Claims

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Application Information

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IPC IPC(8): E04C3/04E04C3/07
CPCE04C3/07E04C2003/0456E04C2003/043E04C2003/0421
Inventor SOKOL, JOSEPH J.SORNBORGER, WILIAM E.JENSEN, ROBERT S.
Owner NORTH STAR